CN102794284A - Dredge device of annular embedded corrugated pipe duct and dredge method thereof - Google Patents

Dredge device of annular embedded corrugated pipe duct and dredge method thereof Download PDF

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Publication number
CN102794284A
CN102794284A CN2012102840029A CN201210284002A CN102794284A CN 102794284 A CN102794284 A CN 102794284A CN 2012102840029 A CN2012102840029 A CN 2012102840029A CN 201210284002 A CN201210284002 A CN 201210284002A CN 102794284 A CN102794284 A CN 102794284A
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China
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duct
bellows
ring
emery wheel
dredger
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CN2012102840029A
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CN102794284B (en
Inventor
郑清君
李荣志
仲生星
赵典斌
权华
黄鹏
杨文军
许星
蒋元勇
孙谋
孙振川
赵全民
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China Railway Tunnel Group Co Ltd CRTG
China Railway Tunnel Stock Co Ltd
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China Railway Tunnel Group Co Ltd CRTG
China Railway Tunnel Stock Co Ltd
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Abstract

The invention discloses a dredge device of an annular embedded corrugated pipe duct and a dredge method thereof, and relates to the field of tunnel construction. An upwards sunk mounting hole (22) is arranged in the middle of the bottom surface of a hemispherical grinding wheel, wherein a mandrel (7) is connected with the grinding wheel, a sleeve (5) is arranged outside the outer edge surface in the middle of the mandrel, a guide disc (3) is arranged on the upper end of the sleeve, the outer edge surface of the mandrel and the guide disc (3) are in socket joint through a sealing element B (15) and a sealing element A (4) so as to form a cooling water passage, the lower end of the mandrel is connected with a soft shaft, and the lower end of the soft shaft is externally connected with a power source to form the dredge device of the annular embedded corrugated pipe duct. According to the invention, the concrete structure cannot be destroyed and replaced in a construction process, meanwhile, the dredge device and the dredge method have the characteristics of simple operation, quick movement, quick and accurate drilling speed, convenience for maintenance, and the like, through application of the dredge device and the dredge method provided by the invention, the construction efficiency is greatly improved, and the cost is saved.

Description

The dredger and the dredging method thereof in a kind of ring-like pre-buried bellows duct
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[technical field]
The present invention relates to the tunnel construction field, be specifically related to the dredger and the dredging method thereof in a kind of ring-like pre-buried bellows duct.
 
[background technology]
Known, to wear yellow tunnel and adopt the wholecircle Section Design, the internal diameter of tunnel is 7.0m; The external diameter of tunnel is 8.7m, and the lining cutting of tunnel is by inside and outside two-layer the composition, and is outer by 7 reinforced concrete prefabricated section of jurisdiction staggered joint erections; Wherein reinforced concrete prefabricated section of jurisdiction thickness is 40cm, and ring width is 1.6m, is to have to press to hold water owing to wear yellow tunnel; So for tunnel is satisfied the structural requirement that holds water is arranged, tunnel has increased inner lining structure again in tunnel after accomplishing the outer lining pipe sheet assembling; The inner lining structure that increases adopts posttension daraf(reciprocal of farad) prestressed concrete construction, and the liner of tunnel adopts the C40.W12.F200 prestressed concrete, and thickness is 45cm; The standard section length is 9.6m, and in the 9.6m scope, has laid 21 prestress anchorage cable ducts, and prestress anchorage cable duct spacing is 45cm; It is pre-buried that the duct adopts diameter to be that the bellows of 90mm carries out, and whole orifice throat length is 23m.
Because interior underboarding and limit crown will be divided into twice and construct, so bellows pre-buried also be pre-buried base plate earlier, it is pre-buried when constructing the limit crown, to carry out edge joint again in the practice of construction process; The pre-buried 6m lengthy bellows of base plate, 50cm is respectively exposed in both sides, and the limit crown adopts 3 bellowss to be connected to form complete reservation anchor cable pipeline; The crown position on the limit comprises that the horn mouth that connects bellows has formed 6 joints altogether, and joint adopts diameter 95mm; The overcoat bellows of long 50cm carries out socket; Bellows is reinforced with U shaped steel muscle and iron and steel wire after connecting moulding, and wraps up processing in the joint of sleeve pipe, is carrying out before inner lining concrete builds in the work progress; The workmen has taked multinomial measure to prevent that the bellows pipeline is blocked; But in the stretching construction process, bellows is dredged when inspection, still have the part bellows to be stopped up, make troubles to tensioning construction by concrete or concrete slurry.
Be the ring orientation prestress stretching construction owing to wearing yellow tunnel simultaneously, the prestressed pore passage hoop arranges that after bellows was blocked, the mediation difficulty was big, be difficult for mediation, and traditional dredging method was:
Method one: make the drill rod the same with the bellows radian, outside construction adds discontinuity knocks, and utilizes the impulsive force of drill rod to smash the tamper of chapelet face; Adopt this kind method to dredge, the progress of not only dredging is slow, and yielding after the drill rod commentaries on classics power when construction, and for the bellows of length 23m, behind the drill rod lengthening, more wayward, operation easier is very big; Drill rod mediation poor effect, drill rod mediation are that the point to the chapelet face cuts, and can not directly form a round diameter, are unfavorable for reeving, and have a strong impact on construction speed.
Method two: directly perforate is dredged choking portion on the inner lining concrete structure; Adopt this kind method favourable for handling very short stemming length, but long for stemming length, just can not handle with the method; Because perforate has a strong impact on xoncrete structure, so be unfavorable for later stage stretch-draw; And after perforate, carry out the backfill repairing and also have unfavorable factor, owing to be that New-old concrete is difficult to fully vibrate after the filling of crown position on the limit, bond between fresh and hardened concretes is insufficient, influences stretching construction.
Method three: cut the block part concrete, replace bellows again, again to cutting position casting concrete again; This method is applicable to that stopping up serious bellows handles; But cut the concrete destruction xoncrete structure, speed of application is slow, greatly destructive, and because tunnel bellows spacing is less; Cut the position just in time at stretch-draw local pressure position, there is unfavorable factor in the reinforcement concrete to the stretch-draw effect.
In sum; Adopt above-mentioned dredger and dredging method not only not to reach the effect of mediation, and depart from position, former duct easily, handle if blocking position is carried out perforate; Destroy former concrete structure again; Influence follow-up stretching construction, so how to provide a kind of promptly simple to operate on the basis of not destroying former concrete structure, device that mediation speed is fast again and dredging method have just become those skilled in the art's long-term technological demand.
 
[summary of the invention]
In order to overcome the deficiency in the background technology; The invention provides the dredger and the dredging method thereof in a kind of ring-like pre-buried bellows duct; The present invention carries out grinding through the rotation of driven by motor flexible axle and emery wheel to the bellows block part, has realized brokenly when mediation changing xoncrete structure, and that the present invention has is simple to operate, move rapidly, rate of penetration is fast and standard, maintaining be convenient etc. characteristics; Can improve efficiency of construction greatly through enforcement of the present invention, practice thrift cost.
For realizing the foregoing invention purpose, the present invention adopts following technical scheme:
The dredger in a kind of ring-like pre-buried bellows duct; Comprise emery wheel, positioning disk, sleeve, mandrel, flexible axle and power source, said emery wheel are the dome-type structure; Be provided with the upwards installing hole of depression at the middle part of emery wheel bottom faces; Be provided with at least one in the bottom of installing hole and connect to the flushing hole of emery wheel grinding face, wherein the upper end of mandrel connects the installing hole that the emery wheel middle part is provided with, the inner edge surface of interval socket two bearings inner ring on the outer edge surface at mandrel middle part; The outer ring outer edge surface of said two bearings is separately positioned on the two ends of sleeve endoporus; Upper end at said sleeve is provided with positioning disk, is provided with end cap in the lower end of sleeve, and the outer edge surface of said mandrel forms airtight cavity through seal B and seal A and positioning disk socket; Said cavity is communicated with pipeline that is arranged on the positioning disk outer edge surface and the limbers that is arranged on the mandrel upper center through cooling water inlet and connecting hole respectively; The upper end of said limbers is communicated with flushing hole and forms cooling water path, and the lower end of mandrel connects flexible axle, and external power source forms the dredger in ring-like pre-buried bellows duct in the lower end of said flexible axle.
The dredger in described ring-like pre-buried bellows duct, the shape of said spherical emery wheel replaces with conical emery wheel or oval emery wheel, is coated with diamond on the outer edge surface of said emery wheel.
The dredger in described ring-like pre-buried bellows duct, the outer periphery of said flexible axle is equipped with flexible pipe, and said flexible pipe is connected with the lower end of sleeve.
The dredger in described ring-like pre-buried bellows duct; Said positioning disk is provided with the platform to outer annular protrusion near the outer edge surface of emery wheel, and said annular protrusion platform is provided with a plurality of eddy current plasma discharge holes or is provided with a plurality of discharge troughs that cave inward at the outer edge surface of annular protrusion platform.
The dredger in described ring-like pre-buried bellows duct; The outer periphery of said installing hole is equipped with the upwards cannelure of depression, and the bottom of said cannelure is provided with at least one plasma discharge hole that is through to the emery wheel grinding face or grinding face is provided with the spirality discharge trough.
The dredger in described ring-like pre-buried bellows duct, the lower end of said flexible axle connects power source through shaft coupling, and said power source is a motor.
The dredger in described ring-like pre-buried bellows duct, said motor model is selected ZX50 for use, and rotating speed is 2850 rad/min.
The dredger in described ring-like pre-buried bellows duct, said seal A and seal B are O type circle or water seal or sealed cistern.
It is 6203 sealed bearing that the dredger in described ring-like pre-buried bellows duct, said bearing are selected model for use.
The dredging method of the dredger in a kind of ring-like pre-buried bellows duct, the first step are checked the stopping state in the bellows with the high definition pick-up lens earlier before dredging, and judge that the bellows blocking portion is complete stifled or part obstruction; Second step was checked the dredger in ring-like pre-buried bellows duct; The operation of assurance equipment is normal; Check and the dredger in ring-like pre-buried bellows duct is put into the bellows duct of obstruction after errorless, open water pump simultaneously, make the water after the pressurization enter into cavity through the cooling water inlet; Entering into the limbers through connecting hole, the water after the pressurization is pressed in the bellows duct of obstruction through the flushing hole on the emery wheel at last; The 3rd step polished to block part, and at first starter motor is rotated by the driven by motor flexible axle; Flexible axle drive mandrel and emery wheel rotation simultaneously polished to the bellows duct of stopping up, and when polishing, will in time push hard flexible axle, so that obstruction face is formed pressure; Help polishing, in bruting process, keep in the bellows duct setting-out always, the disintegrating slag that produces during polishing is arranged disintegrating slag the grinding face that leaves emery wheel through plasma discharge hole and eddy current plasma discharge hole; Wait to polish and stop polishing behind the certain hour; With water under high pressure the bellows duct is cleared up, so that in time discharge disintegrating slag, after the cleaning of bellows duct; Proceed polishing, until the bellows duct polishing of stopping up is unobstructed.
Because adopt aforesaid technical scheme, the present invention has following beneficial effect:
The dredger and the dredging method thereof in a kind of ring-like pre-buried bellows of the present invention duct; The present invention carries out grinding through driven by motor flexible axle and emery wheel rotation to the bellows block part; The water under high pressure that utilizes water pump to produce simultaneously passes through positioning disk, mandrel and emery wheel successively; Effectively realized the purpose of quick polishing, the present invention has realized the broken concrete structure of changing in work progress, and that the present invention simultaneously has is simple to operate, move rapidly, rate of penetration is fast and standard, maintaining be convenient etc. characteristics; Can improve efficiency of construction greatly through enforcement of the present invention, practice thrift cost.
 
[description of drawings]
Fig. 1 is an assembly relation structural representation of the present invention;
Fig. 2 is the structural representation of cutting open of the present invention;
Among the figure: 1, plasma discharge hole; 2, emery wheel; 3, positioning disk; 4, seal A; 5, sleeve; 6, diamond; 7, mandrel; 8, eddy current plasma discharge hole; 9, pipeline; 10, bearing; 11, flexible axle; 12, flexible pipe; 13, flushing hole; 14, limbers; 15, seal B; 16, cavity; 17, cooling water inlet; 18, connecting hole; 19, shaft coupling; 20, motor; 21, cannelure; 22, installing hole; 23, end cap.
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[specific embodiment]
Can explain in more detail that through following embodiment the present invention, the present invention are not limited to following embodiment;
Dredger in conjunction with accompanying drawing 1~2 described a kind of ring-like pre-buried bellows duct; Comprise emery wheel 2; Positioning disk 3, sleeve 5, mandrel 7, flexible axle 11 and power source; Said emery wheel 2 is the dome-type structure, and the shape of wherein spherical emery wheel 2 replaces with conical emery wheel or oval emery wheel, is coated with the grinding face that the diamond 6 that is used for grinding forms emery wheel 2 on the outer edge surface of said emery wheel 2; Be provided with the upwards installing hole 22 of depression at the middle part of emery wheel 2 bottom faces; The outer periphery of said installing hole 22 is equipped with the upwards cannelure 21 of depression, and the bottom of said cannelure 21 is provided with at least one plasma discharge hole 1 that is through to emery wheel 2 grinding faces or grinding face is provided with the spirality discharge trough, is provided with at least one in the bottom of installing hole 22 and connects to the flushing hole 13 of emery wheel 2 grinding faces; Wherein the upper end of mandrel 7 connects the installing hole 22 that emery wheel 2 middle parts are provided with; The inner edge surface of interval socket two bearings 10 inner rings on the outer edge surface at mandrel 7 middle parts, the outer ring outer edge surface of said two bearings 10 is separately positioned on the two ends of sleeve 5 endoporus, is provided with positioning disk 3 in the upper end of said sleeve 5; In order to reduce the diameter of positioning disk 3; Satisfy the external diameter of the diameter of positioning disk 3 greater than emery wheel 2 simultaneously, said positioning disk 3 is provided with the platform to outer annular protrusion near the outer edge surface of emery wheel 2, and said annular protrusion platform is provided with a plurality of eddy current plasma discharges hole 8 or is provided with a plurality of discharge troughs that cave inward at the outer edge surface of annular protrusion platform; Be provided with end cap 23 in the lower end of sleeve 5; The outer edge surface of said mandrel 7 forms airtight cavity 16 through seal B15 and seal A4 and positioning disk 3 sockets, and said cavity 16 is communicated with pipeline 9 that is arranged on positioning disk 3 outer edge surfaces and the limbers 14 that is arranged on mandrel 7 upper center through cooling water inlet 17 and connecting hole 18 respectively, and the upper end of said limbers 14 is communicated with flushing hole 13 and forms cooling water path; The lower end of mandrel 7 connects flexible axle 11; The outer periphery of said flexible axle 11 is equipped with the flexible pipe 12 that is used to protect flexible axle 11, and said flexible pipe 12 is connected with the lower end of sleeve 5, and external power source forms the dredger in ring-like pre-buried bellows duct in the lower end of said flexible axle 11.
The dredger in described ring-like pre-buried bellows duct; The dredger in described ring-like pre-buried bellows duct, the lower end of said flexible axle 11 connects power source through shaft coupling 19, and said power source is a motor 20; Said motor 20 models are selected ZX50 for use, and rotating speed is 2850 rad/min.
The dredger in described ring-like pre-buried bellows duct, said seal A4 and seal B15 are O type circle or water seal or sealed cistern.
It is 6203 sealed bearing that the dredger in described ring-like pre-buried bellows duct, said bearing 10 are selected model for use.
The dredging method of the dredger in the described ring-like pre-buried bellows of embodiment of the present invention duct, the first step are checked the stopping state in the bellows with the high definition pick-up lens earlier before dredging, and judge that the bellows blocking portion is complete stifled or part obstruction; Second step was checked the dredger in ring-like pre-buried bellows duct; The operation of assurance equipment is normal; Check and the dredger in ring-like pre-buried bellows duct is put into the bellows duct of obstruction after errorless, open water pump simultaneously, make water after the pressurization 17 enter into cavity 16 through the cooling water inlet; Entering into limbers 14 through connecting hole 18, the water after the pressurization is pressed in the bellows duct of obstruction through the flushing hole on the emery wheel 2 13 at last; The 3rd step polished to block part, and at first starter motor 20, drove flexible axle 11 rotations by motor 20; Flexible axle 11 drive mandrels 7 rotate with emery wheel 2 and are polished in the bellows duct of stopping up simultaneously, when polishing, will in time push hard flexible axle 11, so that to obstruction face formation pressure; Help polishing, in bruting process, keep in the bellows duct setting-out always, the disintegrating slag that produces during polishing leaves disintegrating slag row through plasma discharge hole 1 and eddy current plasma discharge hole 8 grinding face of emery wheel 2; Wait to polish and stop polishing behind the certain hour; With water under high pressure the bellows duct is cleared up, so that in time discharge disintegrating slag, after the cleaning of bellows duct; Proceed polishing, until the bellows duct polishing of stopping up is unobstructed.
The present invention in the course of the work, having only emery wheel 2 and flexible axle 11 is high speed rotating, positioning disk 3 is fixed with sleeve 5; Only need be moved forward and backward by manually-operated in the course of the work, not rotate together with emery wheel 2, the outside is passed through flexible axle 11 applied thrusts by manual work when mediation; Make flexible axle 11 reach the purpose of advancing, when stopping to polish, make emery wheel 2 idle running about 5 minutes; Strengthen water injection rate this moment, washes away the slurries in chapelet face and the bellows duct, ensures that the bellows duct is unimpeded.
The present invention in matters needing attention during construction is:
(1) staff will understand working mechanism of the present invention before the construction, guarantees skilled operation and maintenance in work progress;
(2) before dredging, the situation in the bellows is giveed a thorough inspection, remove the foreign matter that is scattered in the inside, like steel bar end, little iron block etc.;
(3) in construction, particularly in bruting process, except will guaranteeing propelling in time, also to apply different thrust to the compaction rate of different blocking positions;
(4) in bruting process in time to the duct cleaning of washing by water, the bits that polish off are in time discharged, guarantee the unimpeded of duct;
(5) when construction, strengthen maintenance work, guarantee the normal operation of equipment equipment;
(6) in work progress, the mediation skill that the skilled support of workmen is held is increased work efficiency;
(7) note Electrical Safety, power supply for construction adopts built on stilts the processing, and earth leakage protective device is installed;
(8) reinforcement workmen's awareness of safety is carried out job safety training before the hilllock, must wear protective articles such as safety cap before marching into the arena;
(9) carry out on-the-spot waste gathering and environmental protection work.
The dredger and the dredging method thereof in a kind of ring-like pre-buried bellows of the present invention duct are not only applicable to ring bellows, also are applicable to the straight line bellows simultaneously.
The present invention does not detail part and is prior art.
The embodiment that selects for use in this article for open the object of the invention currently thinks to suit, and still, will be appreciated that, the present invention is intended to comprise that all belong to all changes and the improvement of the interior embodiment of this design and invention scope.

Claims (10)

1. the dredger in a ring-like pre-buried bellows duct; Comprise emery wheel (2); Positioning disk (3), sleeve (5), mandrel (7), flexible axle (11) and power source; It is characterized in that: said emery wheel (2) is the dome-type structure; Be provided with the upwards installing hole (22) of depression at the middle part of emery wheel (2) bottom faces; Be provided with at least one in the bottom of installing hole (22) and connect to the flushing hole (13) of emery wheel (2) grinding face, wherein the upper end of mandrel (7) connects the installing hole (22) that emery wheel (2) middle part is provided with, the inner edge surface of interval socket two bearings (10) inner ring on the outer edge surface at mandrel (7) middle part; The outer ring outer edge surface of said two bearings (10) is separately positioned on the two ends of sleeve (5) endoporus; Be provided with positioning disk (3) in the upper end of said sleeve (5), be provided with end cap (23) in the lower end of sleeve (5), the outer edge surface of said mandrel (7) is through seal B (15) and seal A (4) and positioning disk (3) the airtight cavity of socket formation (16); Said cavity (16) is communicated with the limbers (14) that is arranged on the pipeline (9) on positioning disk (3) outer edge surface and is arranged on mandrel (7) upper center through cooling water inlet (17) and connecting hole (18) respectively; The upper end of said limbers (14) is communicated with flushing hole (13) and forms cooling water path, and the lower end of mandrel (7) connects flexible axle (11), and external power source forms the dredger in ring-like pre-buried bellows duct in the lower end of said flexible axle (11).
2. the dredger in ring-like pre-buried bellows according to claim 1 duct, it is characterized in that: the shape of said spherical emery wheel (2) replaces with conical emery wheel or oval emery wheel, is coated with diamond (6) on the outer edge surface of said emery wheel (2).
3. the dredger in ring-like pre-buried bellows according to claim 1 duct, it is characterized in that: the outer external rings of said flexible axle (11) is wound with flexible pipe (12), and said flexible pipe (12) is connected with the lower end of sleeve (5).
4. the dredger in ring-like pre-buried bellows according to claim 1 duct; It is characterized in that: said positioning disk (3) is provided with the platform to outer annular protrusion near the outer edge surface of emery wheel (2), and said annular protrusion platform is provided with a plurality of eddy current plasma discharges holes (8) or is provided with a plurality of discharge troughs that cave inward at the outer edge surface of annular protrusion platform.
5. the dredger in ring-like pre-buried bellows according to claim 1 duct; It is characterized in that: the outer periphery of said installing hole (22) is equipped with the upwards cannelure (21) of depression, and the bottom of said cannelure (21) is provided with at least one plasma discharge hole (1) or grinding face that is through to emery wheel (2) grinding face and is provided with the spirality discharge trough.
6. according to the dredger in claim 1 or the described ring-like pre-buried bellows of 3 arbitrary claims duct, it is characterized in that: the lower end of said flexible axle (11) connects power source through shaft coupling (19), and said power source is motor (20).
7. the dredger in ring-like pre-buried bellows according to claim 6 duct is characterized in that: said motor (20) model is selected ZX50 for use, and rotating speed is 2850 rad/min.
8. the dredger in ring-like pre-buried bellows according to claim 1 duct is characterized in that: it is 6203 sealed bearing that said bearing (1 0) is selected model for use.
9. the dredger in ring-like pre-buried bellows according to claim 1 duct is characterized in that: said seal A (4) and seal B (15) are O type circle or water seal or sealed cistern.
10. implement the dredging method in a kind of ring-like pre-buried bellows duct according to the dredger in the described ring-like pre-buried bellows of the arbitrary claim of claim 1~9 duct; It is characterized in that: the first step is checked the stopping state in the bellows with the high definition pick-up lens earlier before dredging, and judges that the bellows blocking portion is complete stifled or part obstruction; Second step was checked the dredger in ring-like pre-buried bellows duct; The operation of assurance equipment is normal; Check and the dredger in ring-like pre-buried bellows duct is put into the bellows duct of obstruction after errorless, open water pump simultaneously, (17) enter into cavity (16) through the cooling water inlet to make water after the pressurization; Entering into limbers (14) through connecting hole (18), the water after the pressurization is pressed in the bellows duct of obstruction through the flushing hole (13) on the emery wheel (2) at last; The 3rd step polished to block part, and at first starter motor (20) drives flexible axle (11) rotation by motor (20); Flexible axle (11) drive mandrel (7) and emery wheel (2) rotation simultaneously polished to the bellows duct of stopping up, and when polishing, will in time push hard flexible axle (11), so that obstruction face is formed pressure; Help polishing, in bruting process, keep in the bellows duct setting-out always, the disintegrating slag that produces during polishing is arranged disintegrating slag the grinding face that leaves emery wheel (2) through plasma discharge hole (1) and eddy current plasma discharge hole (8); Wait to polish and stop polishing behind the certain hour; With water under high pressure the bellows duct is cleared up, so that in time discharge disintegrating slag, after the cleaning of bellows duct; Proceed polishing, until the bellows duct polishing of stopping up is unobstructed.
CN201210284002.9A 2012-08-10 2012-08-10 Dredge device of annular embedded corrugated pipe duct and dredge method thereof Active CN102794284B (en)

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Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4705107A (en) * 1985-06-11 1987-11-10 Otis Engineering Corporation Apparatus and methods for cleaning a well
US4771500A (en) * 1987-04-09 1988-09-20 Kovacs Julius S Plumbers snake
CN1100009A (en) * 1993-09-06 1995-03-15 中国人民解放军89002部队 Descaling, dredging and cleaning apparatus for pipeline
JP2007070863A (en) * 2005-09-06 2007-03-22 Mitsubishi Electric Building Techno Service Co Ltd Pipe cleaning tool
US20080000040A1 (en) * 2006-06-30 2008-01-03 Rotobrush International, Llc Duct cleaning equipment improvements
JP2009061441A (en) * 2007-08-10 2009-03-26 Kurimoto Ltd Water pipe cleaning method
JP2010104931A (en) * 2008-10-31 2010-05-13 Suido Kiko Kaisha Ltd Aeration-tube cleaning device and aeration-tube cleaning method
CN202824020U (en) * 2012-08-10 2013-03-27 中铁隧道集团有限公司 Ring-shaped embedded bellows pore channel dredge device

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4705107A (en) * 1985-06-11 1987-11-10 Otis Engineering Corporation Apparatus and methods for cleaning a well
US4771500A (en) * 1987-04-09 1988-09-20 Kovacs Julius S Plumbers snake
CN1100009A (en) * 1993-09-06 1995-03-15 中国人民解放军89002部队 Descaling, dredging and cleaning apparatus for pipeline
JP2007070863A (en) * 2005-09-06 2007-03-22 Mitsubishi Electric Building Techno Service Co Ltd Pipe cleaning tool
US20080000040A1 (en) * 2006-06-30 2008-01-03 Rotobrush International, Llc Duct cleaning equipment improvements
JP2009061441A (en) * 2007-08-10 2009-03-26 Kurimoto Ltd Water pipe cleaning method
JP2010104931A (en) * 2008-10-31 2010-05-13 Suido Kiko Kaisha Ltd Aeration-tube cleaning device and aeration-tube cleaning method
CN202824020U (en) * 2012-08-10 2013-03-27 中铁隧道集团有限公司 Ring-shaped embedded bellows pore channel dredge device

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